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Ul/L3J LnA.3 n�:t:� ��78634273 ABC SUPPLY CO INC
<br /> PA6E , 03/20
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<br /> > Mui�-I�ide tPD-c membretf�s are noml .. .�.������
<br /> n a l 4 5-m i) (i.i m m) o r s 0-m i( (1.5 mm) t h l q c, pp l y�_ '`�
<br /> ' s�m r e l n fo r e e d,thermoplastJc o�e1�n('Tp0)singfe-ply roof mcmbranes.
<br /> D'�•M�,le-Hide Tpp,•c EXr� m�b�� �yre nominaf 72-mli tl.8mrr�) or 80-m1! (2.Omm) #hltk,
<br /> `..pblyester-SCrlm reir�a�ced,therritoplastit deffn ('iF0),sir�e-ply raof inemb�anes. �
<br /> � Mute-�Itde TpO�e pleece g���b�A� �s a nomina145-mii (i.lmm) or gp-mIl (1,5 mm)tf�ick,
<br /> ��Q��'rt� reinforced. tl�ermoplastic dettn (TPQ)��ngle-Ply root mem�jrane with a Pol�ter
<br /> . 9• .
<br /> 5. Li�irr,�r�o�s:
<br /> S.i 'This Evafuation Repprt i5 not(or use In HvHZ. ,
<br /> S.2 ft�fer tv a cur�ent I�oAng Matert�s Direcxory for flre rat�ng$of thls product. � .
<br /> S'� F4r��d��k ms��lstlons. toarrt pi�stit insuladon shatl be t�eparated from the building int��or
<br /> � in acwrdance wlth FBC 2603.4 unless the excep�ians stated in F8C 2603.�.! or�603.6 appiy'.
<br /> 5.� Unl�SS otherwlse noted in Appendlx i, roof decking and ifis attathment$hail be speclfied and
<br /> installed to frteet proiett desiyn criterla.Co the satisfactton of the AW.
<br /> 5•� Wr reeover install�tfotfs,tt�e exlsting roof Shdll be examined In�dante wlth FBC 15l0. �
<br /> 5.6 FOr mec�ar�icalry attathed insula#ion or membrane or strip-bonded l�Swl�tlon, the maximum ' .. •
<br /> ��s�9� preasure for the �s� aasembly shail � � �ceed the Zone 1 cfeslgn pressure
<br /> determined In �pba� �� FgC Cp�B�r 16. ZQnes 2 and 3 s►yall employ an atl�q�rr�ent
<br /> ���Y desl9ned by a qualifred deslgn �Pessional to reslst th� elevdted pressure cdterla. �
<br /> .CommontY used methods are RAS 117, R,qS 137 and FM LPDS 1-29. �mblies marked with
<br /> an asterlsk* carry the fimitations set fortf�, in Sect�an 2.2.1.5.i{a) of FM �„pq� 1_Zg for Zone
<br /> . 2/3 entlancements.
<br /> 5.7 , For a�5e�plic�with ait comppnents futly bonded in piate,th�maximum design pre55ure fnr the
<br /> serected essembly�haq meet or exceed critical design prsssuir�determined fn accordance witFr
<br /> � FBC Chapt�r 16. No rationat anatysis�S permitted for these syst�ms. •_.%
<br /> 5.� '.. For mechanicalty atta�.fietl 9�uulattan or membran�over existing roof detks, fasteners shatl be
<br /> tested�In tt�e existing deck for w)thdrawa! reSiS�nce. A qual{fled �I�tgn pro�slona! shall
<br /> review the d�ta far wmpar}son to the minimum requirements for the syster,n. T,est)ng and
<br /> , anaiysis shal(he iq��roa�with TAS 105 or MfSi/SPRI F)(-1,
<br /> 5.4 For bOnded insulatlo� or rtxrnbrane over exlscirlg 5ub�trates in a re-rooF(tear oi� or recover
<br /> , inst7tlalion, #he existinq deck or existing rvof surfaae shaU be examined for cvmpatlbillty wlth
<br /> t►��dheslve to be instalied. If�ny gu���nditlons eXISt tha�p�ng�y�� ��a�nce I�to
<br /> 9t�estlon, ��,� upl��ng f���n�e wtth AS77W Eg07, Fly �.pp� 1-52, A11tSIjSPRI Iq-1 ar
<br /> TAS 224 shail�����d ort mock-up$of��p�p�,�new roof��mbly. .
<br /> • 5.10 � For t�o�cled fr�sufation or m$mbrane cver existSng sub5trat'�S IR a �ppygr inStai�atjQ�� � '
<br /> • exlsting roof system shall be capable of r�i,�dng p��ec�d��q�pr,essures an � pwn merit to
<br /> the sat�s6action of the Afi], as documented through field uplift Gesting In ap�pr4dnte with ASTM�
<br /> E�07, FM.��X_52 orTAS 124. , • �`,��'
<br /> 5.11 Metal edge attachment {except gu#ters), $haii be deslgned and inst�illed for wind loads in
<br /> a,ttondance with FBC Chap���.� and tested for resistante in aCtordance witM ANSI/SPRI E5-1 �
<br /> or RqS 1i1,except the aasic N,;nd speed shall be deterrn�ned frpm FBC Figure 1609.
<br /> S'12 A��prod��s iR the roof assembiy 6hall have qpal(hr assvrance audit in accorpa��,�•with the FBC
<br /> and F.A.�. Rede 9N-3.
<br /> � . :-',
<br /> �xterior Res�arch and Design,LLC. .
<br /> �ofA�r,�r9309 ' . . �v�lt�tion Report MlSDOQ.Qa.O�i-Ri
<br /> - • fl„l�772-Ri •.,,� .
<br /> R+�ViS1oR Z:!3/t3�ZOti '
<br /> Pa9e 3 at 4 ' .
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